S-1121R-SF-9 Demolition Plan0
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24' FIRE LANE ESMT.
VOL. 97155, PG. 3276
SIGN
CONCRETE
PAVEMENT
ST. ANN
CATHOLIC CHURCH
LOT 1
)ND REPLAT OF SAINT ANN
CATHOLIC CHURCH
VOL. 97155, PG. 3276)
BRICK /STONE CHURCH
19.524 ACRES
(850, 479 SQ. FT.)
75.0'
OHL OHL
REMOVE PORTION
OF WALL AS
REQUIRED
WALL
ONE STORY\
LT WALL BLD
TRANS
PAD
In
SAWCUT AS REQUIRED
k:.�.
MAUL
BOX
GENE L NOTES
v I 4..:/ L H P P ,W /C Y TELE BRICK k_ WALL EZJ PP 738
rEL a$maa�,l�v��r �r
6 ERICK WALL
TDAKIC
LE
EXISTING POWER PO--s
TO BE RELOCATED
CONTACT UTIUTY COMPANY
75.0'
/T
PP�W,
RANS
PP
LIGH
GREASE TRAP
VAULT
SAWCUT REMOVE---"" PAVEMENT AS REQUIRED
FOR NEW RAMP
FF= 491.25±
SAWCUT REMOVE
PAVEMENT AS REQUIRED
FOR NEW RAMP
CONCRETE
PAVEMENT
1. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBUC
WORKS CONSTRUCTION, ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT, AND CITY OF
COPPELL STANDARD CONSTRUCTION SPECIFICATIONS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMIUAR WITH THE PLANS INCLUDING ALL NOTES,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS AND THE CITY
STANDARDS FOR CONSTRUCTION AND ANY OTHER APPUCABLE STANDARD AND SPECIFICATIONS RELEVANT TO
THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE
FAMIUAR WITH ALL STANDARDS AND SPECIFICATION PERTAINING TO THIS WORK SHALL IN NO WAY REUEVE
THE CONTRACTOR OF RESPONSIBIUTY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPUCABLE
STANDARDS AND SPECIFICATIONS.
3. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED
FROM DATA RECORDED BY OTHERS. CONTRACTOR SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES
BETWEEN EXISTING AND PROPOSED UTIUTIES EXIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSING. IT WILL
BE THE RESPONSIBIUTY OF THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT.
CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTIUTIES PRIOR TO CONSTRUCTION.
4. IT WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES,
FIRE HYDRANTS, ETC.. THEY MUST BE ADJUSTED TO PROPER UNE, AND GRADE BY THE CONTRACTOR PRIOR
TO AND AFTER THE PLACING OF PERMANENT PAVING AND GRADING. UTIUTIES MUST BE MAINTAINED TO PROPER
UNE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT.
5. 5.1 PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING A MINIMUM OF ONE (1)
LANE OPEN IN EACH DIRECTION;
5.2 PROVIDE AND MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS AND
INTERSECTING STREETS OR ALLEYS;
5.3 MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITIES ARE FUNCTIONAL, INCLUDING, WHERE
NECESSARY, INTERIM REPLACEMENT OF EXISTING DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF
NEW DRAINAGE FACIUTIES.
5.4 MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE;
ON COMPLETION OF CONSTRUCTION, CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE
CONDITION, ALL AS PROVIDED IN THE GENERAL CONDITIONS.
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND THREE —WAY CONTRACTS SHALL BE SUBMITTED TO THE
CITY AS REQUIRED.
7. THE CONTRACTOR IS RESPONSIBLE FOR COMPUANCE WITH ALL FEDERAL STATE AND LOCAL REGULAT1ONS REGARDING
TRENCH SAFETY.
8. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS.
9. REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING ENTRANCE LAYOUTS, RAMPS, LANDSCAPE AND
SIDEWALKS.
10. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORT MANUAL
UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES.
24' FIRE LANE PUBLIC ACCESS ESMT.
VOL. 97155, PG. 3276
00 MH
RAMP
LS
REMOVE
GATE ICV
1
INLET
BLOCK A
OVERHANG
ONE STORY BRICK BLDG.
700 E. SANDY LAKE ROAD
DEMOLITION NOTES
TRANS
PA
SAWCUT REMOVE
PAVEMENT AS REQUIRED
FOR NEW RAMP
j
R EMOVE %�NT
SAWCUT AS REQU
�o� v
CONCPE iE
PAVEMENT
7. CONTRACTOR TO PLUG ALL EXPOSED ENDS AND ABANDONED UTIUTIES.
5' BFICK W
CONCRETE
PAVEMENT
24' FIRE LANE PUBLIC ACCESS ESMT.
VOL. 97155, PG. 3276
1. REVIEW ALL GENERAL NOTES.
2. REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE SHADED AREA UNLESS OTHERWISE
NOTED.
3. SAWCUT AND REMOVE ALL EXISTING DRIVE APPROACHES THAT ARE SHADED 2 FEET FROM THE
BACK OF CURB.
4. CONSULT THE DIMENSIONAL CONTROL PLAN, VERIFY THE PORTION OF EXISTING CONCRETE CURBS
WHICH ARE TO REMAIN.
5. COORDINATE WITH TXU, SOUTHWESTERN BELL TELEPHONE, AND THE LOCAL CABLE COMPANY
PRIOR TO THE REMOVAL AND /OR RELOCATION OF EXISTING UTIUTIES.
6. ALL UTIUTIES SHOULD BE CUT AND PLUGGED IN COORDINATION WITH THEIR RESPECTIVE UTIUTY
COMPANIES AND PRIOR TO THE DEMOLITION OF THE EXISTING BUILDINGS.
8. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND IF REQUIRED, RECONNECT
TO PROPOSED UTIUTIES.
PP W/TRANS
154.96'
RICK RET WALL
REMOVE CURB
SAWCUT AS REQUIRED
CONCRETE
PAVEMENT
ICV P
SIGN
WICV
PP W,
LIGHT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
20' ALLEY
BLOCK 11
BLOCK E
ARCHITECTURE INTERIORS CONSULTING ENGINEERING
PAGE SOUTHERLAND PAGE, LLP
3500 Maple Avenue
Suite 600
Dallas, Texas 75219
tel: 214 522 3900
fax: 214 522 4380
www.pspaec.com
AUSTIN DALLAS HOUSTON WASHINGTON D.C. LONDON
8350 N. CENTRAL EXPY., SUITE 1000 PH. 972.235.3031
DALLAS, TEXAS 75206 FAX 972.235.9544
REVISION ISSUE NAME
LEVEL
PROFESSIONAL SEALS
REVISION HISTORY
ISSUE
DATE
BELT LINE
VICINITY MAP
SANDY LAKE ROAD
GRAPHIC SCALE IN FEET
FIRE HYDRANT
POWER POLE
LIGHT STANDARD
WATER METER
WATER VALVE
CLEANOUT
MANHOLE
GAS METER
PROPERTY LINE
PROPOSED SAWCUT
PAVEMENT TO BE REMOVED
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH 4LL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY
USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE
PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO
ANY CONSTRUCTION.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF ERIK M. HAUGUE, P.E.
TEXAS REGISTRATION NO. 94736
DATE: 06/05/2006
DRAWN BY
PROJECT NUMBER
ORIGINAL ISSUE
JUN 0 5 2U. C 1 1
DEMOLITION
PLAN
CHECKED BY
RHB
PROJECT ABBREVIATION
305121 SACC /SSCR
CURRENT DOCUMENTATION STAGE
MARCH, 2006 DESIGN DEVELOPMENT
FILE NAME
DRAWING NUMBER
IC 7
U
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